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1931 BROADWAY 2016-01-01 MF Import
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1931 BROADWAY 2016-01-01 MF Import
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Last modified
1/23/2017 11:36:38 PM
Creation date
1/23/2017 11:35:31 PM
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Address Document
Street Name
BROADWAY
Street Number
1931
Imported From Microfiche
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i <br /> JI <br /> II <br /> � <br /> ---- ^� CASCADE GEOTECHNICAL I� <br /> A DIVISION OF CASCADE TESTING LABORATORY,INC � <br /> I I <br /> � 12519 N.E.176TH PtP.CE KIRKLAND,WASHINGTON 98034 . <br /> �_ KIRKLAND:(20�82L5080 SEATTLE:(20�525�67W <br /> October 28, 1985 <br /> Cert. No. 8510-14G i <br /> � <br /> Skipper' s Inc. <br /> 14450 N.E. 29th Place z <br /> Suite 200 � <br /> Bellevue, WA 98007 c, <br /> m <br /> Attention: Lisa Miller <br /> ..«. <br /> -� -n <br /> Reference: 3oils Study for Proposed Skipper ' s .. � <br /> r'.E. corner Broadway and 20th Street '^m <br /> 3verett, Washington <br /> C U <br /> mo <br /> c� <br /> Dear Ms. Miller: o m { <br /> At your request we have condu�ted a soils study at the site of the m� <br /> pcoposed new restaurant, Ik283 N. Everett. The following report D = <br /> presents our findings, conclusions and recommendations . � �, <br /> � <br /> O A <br /> � <br /> PURPOSE � � <br /> x <br /> m �+ <br /> N <br /> The purpose of this study was to determine subsurface soil condi- <br /> om <br /> tions and to provide soil load carcying parameters to be used in m � <br /> z n <br /> the design of the new facility. � a <br /> a <br /> -� <br /> We understand the project will consist of a single story, fast food � <br /> z <br /> restaurant of wood frame construction with a slab on grade floor . _ <br /> The rest of the site will be asphalt parking and landscape areas . ;,, <br /> o + <br /> � 1 <br /> SCOPE m , <br /> Four (4 ) backhoe test pits were excavated at the site on October i <br /> 25, 1985. The soils were visually classified and samples were col- ; <br /> lected. The locations of the test pits were selected by Skipper ' s <br /> Inc. . A site plan showing the proposed building and test pit loca- II <br /> tions and the logs of the test pits are presented in the appendix �I <br /> of this report. i <br /> � <br /> . , <br /> � <br /> il <br />
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